The document provides an elemental cost analysis for a 17-storey residential apartment building project consisting of 212 units. It includes summaries of the gross floor area, functional units, building shape and type. Cost information is presented for various building elements such as substructure, frame, upper floors, roof, stairs, walls, doors and windows. Reinforced concrete quantities, formwork areas and reinforcement weights are listed for each element. The total estimated cost for the main building works is RM 21.2 million.

1. ELEMENTAL COST ANALYSIS
PRESENTATION
GROUP 1

2. ABD’ ALLAH SAIEF-UL-HAQQ 0 3 2 4 5 5 6
BENJAMIN TAY WEI YE 0 3 2 6 1 3 2
CHIA LY VIER 0 3 2 0 1 4 2
ESTHER CHUAH NING SIE 0 3 2 1 4 2 2
HING PUI KEI 0 3 2 5 9 6 1
HOI WEI HAN 0 3 2 3 3 3 5
KHAIRUL JEFRI 0 3 1 8 2 3 7
KO BOU SIM 0 3 2 5 2 7 1
LEE SHZE HWA 0 3 2 0 0 5 3
NGO JIA HAUR 0 3 2 0 1 4 4
SIM SI KAI 0 3 1 8 6 0 9
YONG QING YI 0 3 2 5 3 0 3
G R O U P M E M B E R

3. L O C A T I O N P L A NK E Y P L A N

4. BUILDING TYPE : 8 - RESIDENTIAL
BUILDING
BUILDING CODE : A - 17 - 31134
CLIENT : GOVERNMENT
LOCATION : SEKSYEN 95
MUKIM,
KUALA LUMPUR
TENDER CLOSING DATE : 8TH NOVEMBER 2011
S I T E P L A N
P R O J E C T I N F O R M A T I O N

5. Brief description of project:
● A 17-STOREY RESIDENTIAL APARTMENT CONSISTING OF 212 UNITS, INCLUDING 1 LEVEL OF
FACILITY EQUIPMENT, PRAYER ROOM AND A MULTI-PURPOSE HALL.
● Good site accessibility.
● The overall size is generally flat.
Type of contract:
● STANDARD PAM FORM OF AGREEMENT AND SCHEDULE OF CONDITIONS OF BUILDING
CONTRACTS, PRIVATE EDITION ( WITHOUT QUANTITIES 2006).
Contract period :
● 14 MONTHS ( offered by builders)
P R O J E C T I N F O R M A T I O N

6. F O R M 1

9. G R O S S F L O O R A R E A

10. C O M P A R I S O N
H A L LG R O U N D
F L O O R
U P P E R
F L O O R

11. G R O U N D F L O O R
Addition
Deduction
Gross Floor Area
GFA = 2,490.32

12. H A L L
Gross Floor Area
GFA = 882.27

13. 1 S T F L O O R
Addition
Deduction
Gross Floor Area

14. 2 N D T O 1 2 T H F L O O R
Addition
Deduction
Gross Floor Area

15. 1 3 T H F L O O R
Addition
Deduction
Gross Floor Area

16. 1 4 T H F L O O R
Addition
Deduction
Gross Floor Area

17. 1 5 T H F L O O R
Addition
Deduction
Gross Floor Area

18. 1 6 T H F L O O R
Addition
Deduction
Gross Floor Area

19. R O O F A R E A
Gross Floor Area

20. T O T A L G R O S S F L O O R A R E A
FLOOR GFA (m2)
Ground Floor 3,373
1st Floor 1,727
2nd-12th Floor 18,996
13th Floor 1,727
14th Floor 1,727
15th Floor 1,727
16th Floor 1,727
17th Floor 131
TOTAL 31,134

21. U S A B L E A R E A
C I R C U L A T I O N A R E A
A N C I L L A R Y A R E A

22. G R O U N D F L O O R
Usable Area
Circulation Area
Ancillary Area

23. H A L L
Usable Area
Circulation Area
Ancillary Area

24. 1 S T F L O O R
Usable Area
Circulation Area
Ancillary Area

25. 2 N D T O 1 2 T H F L O O R
Usable Area
Circulation Area
Ancillary Area

26. 1 3 T H F L O O R
Usable Area
Circulation Area
Ancillary Area

27. 1 4 T H F L O O R
Usable Area
Circulation Area
Ancillary Area

28. 1 5 T H F L O O R
Usable Area
Circulation Area
Ancillary Area

29. 1 6 T H F L O O R
Usable Area
Circulation Area
Ancillary Area

30. R O O F A R E A
Usable Area
Circulation Area
Ancillary Area

31. I N T E R N A L D I V I S I O N

32. G R O U N D F L O O R

33. H A L L

34. 1 S T F L O O R

35. 2 N D T O 1 6 T H F L O OR

36. T O T A L N E T F L O O R A R E A
ELEMENT NET FLOOR AREA (m2)
Usable 22,618
Circulation 4,510
Ancillary 1,048
Internal Division 2,958
Total 31,134

37. R O O F A R E A
Total Roof Area = 3,349 m2
Roof Area
,

38. R O O F A R E A
Total Roof Area = 3,349 m2
Roof Area

39. Functional Unit = 22,6617.70m2
External Wall 18,347.39
Gross Floor Area 31,134
= m2
= 0.589 m2

40. D E S I G N / S H A P E
Type of gross floor area: Percentage of gross floor area
Below Ground Floor -
Single-Storey Construction 28%
Two-Storey Construction -
3-Storey Construction -
17-Storey Construction 72%

41. BRIEF COST INFORMATION
PRELIMINARIES RM 1,600,000.00
PROVISIONAL SUMS RM 700,000.00
MAIN BUILDING WORKS (17 STOREY) RM 21,200,000.00
MAIN BUILDING WORKS ( DEWAN) RM 850,000.00
EXTERNAL WORKS & SERVICES RM 1,950,000.00
PRIME COST SUM RM 4,300,000.00
1236.71

42. F O R M 2

44. SUMMARY OF ELEMENT COSTS
S U P E R S T R U C T U R E :
W O R K B E L O W L O W E S T F L O O R L E V E L
Total Cost of Element (RM) 717,262.85
Cost per m2 GFA (RM) 23.04
Element Unit Quantity (m2) 3,373
Element Unit Rate (RM) 212.67
Element Ratio per GFA (m2) 0.108
Reinforced Concrete (m3) 1,259
Reinforcement (kg) 139,897
Formwork (m2) 3,232

45. REINFORCED CONCRETE
17 storey apartment
Hall

46. REINFORCEMENT
17 storey apartment

47. REINFORCEMENT
Hall

48. FORMWORK
17 storey apartment
Hall

49. Total Cost of Element= RM 717,262.85
17 Storey Apartment RM 538,616.85
Hall RM 178,626.00
Total = RM 717, 262.85
W O R K B E L O W L O W E S T F L O O R L E V E L

50. F R A M E
Total Cost of Element (RM) 6,297,403.22
Cost per m2 GFA (RM) 202.27
Element Unit Quantity (m2) 31,134
Element Unit Rate (RM) 202.27
Element Ratio per GFA (m2) 1.000
Reinforced Concrete (m3) 5,499
Reinforcement (kg) 604,244
Formwork (m2) 71,799

51. 17 storey apartment
REINFORCED CONCRETE
Hall

52. REINFORCEMENT
17 storey apartment

53. REINFORCEMENT
Hall

54. FORMWORK
17 storey apartment
Hall

55. Total Cost of Element= RM 6,297,403.22
17 Storey Apartment RM 1,655,715.55 + RM 4,565,824.47
Hall RM 75,863.20
Total = RM 6,297,403.22
F R A M E

56. U P P E R F L O O R
Total Cost of Element (RM) 3,166,125.25
Cost per m2 GFA (RM) 101.69
Element Unit Quantity (m2) 27,761
Element Unit Rate (RM) 114.05
Element Ratio per GFA (m2) 1.076
Reinforced Concrete (m3) 3,927
Reinforcement (kg) 194,670
Formwork (m2) 34,025

57. REINFORCED CONCRETE
17 storey apartment

58. Reinforcement
17 storey apartment
Hall

59. Formwork
17 storey apartment
Hall

60. Total Cost of Element= RM 3,166,125.25
17 Storey Apartment RM 3,152,244.95
Hall RM 13,880.30
Total = RM 3,166,125.25
U P P E R F L O O R

61. Total Cost of Element (RM) 796,804.18
Cost per m2 GFA (RM) 25.59
Element Unit Quantity (m2) 3,838
Element Unit Rate (RM) 207.61
Reinforced Concrete (m3) NA
Element Ratio per GFA (m2) 0.123
Reinforcement (kg) 66,599
Formwork (m2) NA
R O O F

62. Element Unit Quantity (m2)

63. REINFORCEMENT
17 storey apartment Hall

64. Reinforcement
Hall

65. Total Cost of Element= RM 796,804.18
17 Storey Apartment RM 523,066.33
Hall RM 273,737.85
Total = RM 796,804.18
R O O F

66. Total Cost of Element (RM) 251,075.28
Cost per m2 GFA (RM) 8.06
Element Unit Quantity (m2) NA
Element Unit Rate (RM) NA
Reinforced Concrete (m3) 133
Element Ratio per GFA (m2) NA
Reinforcement (kg) 11,803
Formwork (m2) 1,112
S T A I R S

67. REINFORCED CONCRETE
17 storey apartment

68. REINFORCEMENT
17 storey apartment

69. Formwork
17 storey apartment

70. Total Cost of Element= RM 251,075.28
17 Storey Apartment RM 109,361.60+ RM 38,037.18+
RM 103,675.50
Total = RM 251,075.28
S T A I R S

71. Total Cost of Element (RM) 375,310.90
Cost per m2 GFA (RM) 12.05
Element Unit Quantity (m2) 13,090
Element Unit Rate (RM) 28.67
Element Ratio per GFA (m2) 0.420
Reinforced Concrete (m3) NA
Reinforcement (kg) NA
Formwork (m2) NA
E X T E R N A L W A L L S

72. Element Unit Quantity (m2)
17 storey apartment Hall

73. Total Cost of Element (RM) 1,544,053.20
Cost per m2 GFA (RM) 49.59
Element Unit Quantity (m2) 5,279
Element Unit Rate (RM) 292.49
Element Ratio per GFA (m2) 0.170
Reinforced Concrete (m3) NA
Reinforcement (kg) NA
Formwork (m2) NA
W I N D O W S & E X T E R N A L D O O R S

74. A P A R T M E N T E X T E R N A L D O O R
Metal Door Frame =
RM1,550.80
Lintel
= RM1,027.15
Timber Door
= RM4,586.70
Fire Rated Door = RM
3,182.00
Louvre Door
Total Cost of Element= RM 1,544,053.20

75. Metal Door Frame = RM1,825.80
Lintel = RM1,272.00
Timber Door = RM4,051.60
Ironmongeries = RM 949.80
Total Cost of Element= RM 1,544,053.20
H A L L E X T E R N A L D O O R

76. 17 Storey Apartment
Lintel = RM143,836.90
BQ = RM 1,307,6410
Total = RM 1,451,478.00
Total Cost of Element= RM 1,544,053.20
Windows

77. Hall
Lintel = RM3,781.97
BQ = RM 55,569.80
Total = RM 59,351.77
Total Cost of Element= RM 1,544,053.20
Windows

78. Total Cost of Element (RM) 1,213,823.50
Cost per m2 GFA (RM) 38.99
Element Unit Quantity (m2) 41,869
Element Unit Rate (RM) 28.99
Element Ratio per GFA (m2) 1.345
Reinforced Concrete (m3) NA
Reinforcement (kg) NA
Formwork (m2) NA
I N T E R N A L W A L L S & P A R T I T I O N S

79. Element Unit Quantity (m2)
17 storey apartment Hall

80. Total Cost of Element= RM 1,213,823.50
17 Storey Apartment RM 1,191,269.00
Hall RM 22,554.20
Total = RM 1,213,823.50

81. Total Cost of Element (RM) 1,007,666.00
Cost per m2 GFA (RM) 32.37
Element Unit Quantity (m2) 3,512
Element Unit Rate (RM) 286.91
Element Ratio per GFA (m2) 0.113
Reinforced Concrete (m3) NA
Reinforcement (kg) NA
Formwork (m2) NA
I N T E R N A L D O O R S

82. 17 Storey Apartment
Metal Door Frame = RM604.20
Lintel = RM330.55
Timber Door = RM987.60
Ironmongeries = RM 785.40
Total Cost of Element= RM1,007,666.00

83. Total Cost of Element= RM1,007,666.00
Metal Door Frame = RM178,565.00
Lintel = RM111,352.40
Timber Door = RM318,050.70
Fire Resistance Door = RM315,373.40
Louvre Door = RM 3,120.30
Ironmongeries = RM 949.80
Hall

84. Total Cost of Element (RM) 935,593.81
Cost per m2 GFA (RM) 30.05
Element Unit Quantity (m2) NA
Element Unit Rate (RM) NA
Element Ratio per GFA (m2) NA
Reinforced Concrete (m3) NA
Reinforcement (kg) NA
Formwork (m2) NA
E X T E R N A L F I N I S H E S

85. E X T E R N A L F L O O R F I N I S H E S

86. E X T E R N A L C E I L I N G F I N I S H E S
17 storey apartment

87. E X T E R N A L C E I L I N G F I N I S H E S
Hall

88. E X T E R N A L W A L L F I N I S H E S
17 storey apartment Hall

89. Total Cost of Element (RM) 2,850,268.50
Cost per m2 GFA (RM) 91.55
Element Unit Quantity (m2) 134,124
Element Unit Rate (RM) 21.25
Element Ratio per GFA (m2) 4.308
Reinforced Concrete (m3) NA
Reinforcement (kg) NA
Formwork (m2) NA
I N T E R N A L W A L L F I N I S H E S
F I N I S H E S

90. 17 storey apartment Hall

91. Total Cost of Element (RM) 1,700,152.41
Cost per m2 GFA (RM) 54.61
Element Unit Quantity (m2) 26,829
Element Unit Rate (RM) 63.37
Element Ratio per GFA (m2) 0.862
Reinforced Concrete (m3) NA
Reinforcement (kg) NA
Formwork (m2) NA
I N T E R N A L F L O O R F I N I S H E S

92. CALCULATION
TOTAL FLOOR FINISHES – EXTERNAL FLOOR FINISHES = INTERNAL
FLOOR FINISHES
1,715,514.24 – 15,361.83 = 1,700,152.41

93. Total Cost of Element (RM) 383,904.70
Cost per m2 GFA (RM) 12.33
Element Unit Quantity (m2) 31,859
Element Unit Rate (RM) 12.05
Element Ratio per GFA (m2) 1.023
Reinforced Concrete (m3) NA
Reinforcement (kg) NA
Formwork (m2) NA
I N T E R N A L C E I L I N G F I N I S H E S

94. Element Unit Quantity (m2)
17 storey apartment Hall

95. Total Cost of Element= RM 383,904.70
17 storey apartment = 340,149.2

96. Total Cost of Element= RM 383,904.70
Hall = 43,755.5

97. Total Cost of Element (RM) 155,357.60
Cost per m2 GFA (RM) 4.99
Element Unit Quantity (m2) NA
Element Unit Rate (RM) NA
Reinforced Concrete (m3) NA
Reinforcement (kg) NA
Formwork (m2) NA
F I T T I N G S & F U R N I S H E S

98. Total Cost of Element= RM 155,357.60

99. Total Cost of Element (RM) 656,432.10
Cost per m2 GFA (RM) 21.08
Element Unit Quantity (no) 5,205
Element Unit Rate (RM) 126.12
PC Sum Allowed NA
Tendered Sum NA
S A N I T A R Y A P P L I A N C E S
S E R V I C E S

102. Total Cost of Element (RM) 900,000.00
Cost per m2 GFA (RM) 28.91
Element Unit Quantity (m2) NA
Element Unit Rate (RM) NA
PC Sum Allowed 900,000.00
Tendered Sum NA
P L U M B I N G I N S T A L L A T I O N

103. Total Cost of Element (RM) 200,000.00
Cost per m2 GFA (RM) 6.42
Element Unit Quantity (m2) NA
Element Unit Rate (RM) NA
PC Sum Allowed 200,000.00
Tendered Sum NA
A I R - C O N D I T I O N I N G &
V E N T I L A T I O N S Y S T E M

104. Total Cost of Element (RM) 2,200,000.00
Cost per m2 GFA (RM) 70.66
Element Unit Quantity (m2) NA
Element Unit Rate (RM) NA
PC Sum Allowed 2,200,000.00
Tendered Sum NA
E L E C T R I C A L I N S T A L L A T I O N

105. Total Cost of Element (RM) 300,000.00
Cost per m2 GFA (RM) 9.64
Element Unit Quantity (m2) NA
Element Unit Rate (RM) NA
PC Sum Allowed 300,000.00
Tendered Sum NA
F I R E P R O T E C T I O N I N S T A L L A T I O N

106. Total Cost of Element (RM) 700,000.00
Cost per m2 GFA (RM) 22.48
Element Unit Quantity (m2) NA
Element Unit Rate (RM) NA
PC Sum Allowed 700,000.00
Tendered Sum NA
L I F T & C O N V E Y O R I N S T A L L A T I O N

107. Total Cost of Element (RM) 20,237.10
Cost per m2 GFA (RM) 0.65
Element Unit Quantity (m2) NA
Element Unit Rate (RM) NA
PC Sum Allowed NA
Tendered Sum NA
B U I L D E R ‘ S W O R K I N C O N N E C T I O N

108. Total Cost of Element= RM 20,237.10
17 storey apartment Hall

109. S I T E W O R K
E X T E R N A L W O R K S
Total Cost of Element (RM) 1,567,536.50
Cost per m2 GFA (RM) 50.35
Element Unit Quantity (m2) NA
Element Unit Rate (RM) NA
Element Ratio per GFA (m2) NA
Reinforced Concrete (m3) NA
Reinforcement (kg) NA
Formwork (m2) NA

111. D R A I N A G E
Total Cost of Element (RM) 557,974.90
Cost per m2 GFA (RM) 17.92
Element Unit Quantity (m2) NA
Element Unit Rate (RM) NA
Element Ratio per GFA (m2) NA
Reinforced Concrete (m3) NA
Reinforcement (kg) NA
Formwork (m2) NA

115. E X T E R N A L S E R V I C E S
Total Cost of Element (RM) 300,000.00
Cost per m2 GFA (RM) 9.64
Element Unit Quantity (m2) NA
Element Unit Rate (RM) NA
Element Ratio per GFA (m2) NA
Reinforced Concrete (m3) NA
Reinforcement (kg) NA
Formwork (m2) NA

116. A N C I L L A R Y B U I L D I N G S
Total Cost of Element (RM) 63,018.00
Cost per m2 GFA (RM) 2.02
Element Unit Quantity (m2) NA
Element Unit Rate (RM) NA
Element Ratio per GFA (m2) NA
Reinforced Concrete (m3) NA
Reinforcement (kg) NA
Formwork (m2) NA

118. R E C R E A T I O N A L F A C I L I T I E S
Total Cost of Element (RM) 140,000.00
Cost per m2 GFA (RM) 4.50
Element Unit Quantity (m2) NA
Element Unit Rate (RM) NA
Element Ratio per GFA (m2) NA
Reinforced Concrete (m3) NA
Reinforcement (kg) NA
Formwork (m2) NA

119. T O T A L (less contingencies)
Group of element Total Cost
Substructure 717,262.85
Superstructure 14,652,261.53
Finishes 5,869,919.42
Fittings and furnishings 155,357.60
Services 4,976,669.20
External Work 2,628,529.40
Preliminaries 1,600,000.00
TOTAL 30,600,000.00

120. F O R M 3

121. No. ELEMENT SPECIFICATION
1 Substructure
1A Piling Pilling is under a separate contract.
1B Work Below Lowest Floor Finishes Ground beam, ground slab, pile caps, lift pit and apron slab

122. No. ELEMENT SPECIFICATIONS
2 Superstructure
2A Frame Vibrated reinforced concrete Grade 35;
250mm Thick RC water tank wall;
125mm,150mm and 300mm Thick RC shear wall;
225mm Thick RC lift wall.
2B Upper Floor Vibrated reinforced concrete Grade 30 in 115mm, 125mm, 140mm and
150mm in suspended floor slab;
115mm in suspended roof slab.
2C Roof Two coats of Sikatop seal 107;
one coat of Sikafloor 156 solvent free epoxy resin primer coat;
UPVC rainwater downpipe.

123. No. ELEMENT SPECIFICATIONS
2 Superstructure
2D Stairs Vibrated reinforced concrete Grade 30 in staircase including landing slab
and landing beam;
Fabric reinforcement to staircase and landing slab;
Mild steel balustrade and handrail;
Stainless steel railing.
2E External Walls 115mm thick cement sand brick;
115mm thick cement sand brick as parapet wall;
230mm thick 2 hours fire rated cement sand brick.

124. No. ELEMENT SPECIFICATIONS
2 Superstructure
2F Windows & External Doors Aluminium and Glazing works ( Prime cost sum allowance );
Metal door frame;
timber door;
composite louvres door.
2G Internal Walls & Partitions 115mm thick cement sand brick;
115mm and 230mm thick 2 hours fire rated cement sand brick.
2H Internals Doors Metal door frame
Timber door;
Fire resisting door;
Composite louvres door;
Ironmongeries.

125. No. ELEMENT SPECIFICATION
3 Finishes
3A Internal Wall Finishes 19mm thick cement and sand plaster;
200x250 Kimgress Ceramic glazed wall tiles;
emulsion paint;
'Briefill Mortar White' and one coat of 'Briefill FW' skim coating
3B Internal Floor Finishes 20mm thick cement and sand on floor,
Sikafloor-3 QuartzTop non-metallic floor;
300x300mm homogeneous tiles;
300x300mm ceramic tiles,
200x200mm non-slip ceramic tiles;
SikaTop Seal 107 flexible polymer cementitious waterproofing system

126. No. ELEMENT SPECIFICATION
3C Internal Ceiling
Finishes
skim coating;
9mm fibrous plaster board; emulsion board
600x600x3.2mm thick 'UAC' asbestos free ceiling board
3D External Finishes 19mm thick cement and sand plaster;
weather resistant paint.
600x600mm thick water resistant asbestos free fibre cement flat sheet ceiling
board
1220x610x3.2mm thick 'UAC' water resistant asbestos free fibre cement
ceiling board
Brefill Mortar White' and one coat of 'Brefill FW' skim coating

127. No. ELEMENT SPECIFICATION
4 Fittings and Furnishings Signage;
signage plate;
letter box.
5 Services
5A Sanitary appliances Tiled R.C countertop, wall hung basin, chrome plated pillar tap,
chrome plate bib tap
Chrome plate hose bib tap, semi recessed soap holder, semi
recessed toilet roll holder
Plastic floor trap
5B Plumbing Installation For profit and establishment charges. Allow for attendance.
5C Refuse Disposal NIL
5D Air-Conditioning & Ventilation For profit and establishment charges. Allow for attendance.

128. No. ELEMENT SPECIFICATION
5E Electrical Installation For profit and establishment charges. Allow for attendance.
5F Fire Protection Installation For profit and establishment charges. Allow for attendance.
5G Lift & Conveyor Installation For profit and establishment charges. Allow for attendance.
5H Communication Installation NIL
5J Special Installation NIL
5K Builder's Profit & Attendance
on services
Not applicable
5L Builder's Work in Connection Builder’s works in connection with services and making good to
existing services.

129. No. ELEMENT SPECIFICATION
6 External Works
6A Site Works Road works including of road surfacing, road kerb, pavement tiles
6B Drainage Sumps;
entrance culvert drain;
reinforced concrete cover slab;
pipe culvert.
6C External Services water reticulation
6D Ancillary Buildings Guard house;
refuse chamber;
leach bin.
6E Recreational Facilities Futsal

130. THANK YOU